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HomeMy WebLinkAbout3271-4PROPOSED IMPROVEMENTS PER CITY DWG. NO 3063 T H TELL FREE 'mmm' 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT G7A 11+00 TRACT NO. 16258 CURVE DATA Q RADIUS LENGTH TANGENT A 123'4423" 38.00' 168.29' 50.67' B 36'52'12" 62.00' 39.90' 20.67' C 90'00'00" 25.00' 39.27' 25.00' REVISION DESCRIPTION REcom ear. Cir � . - :. 1 DATE I ENGR.I CITY I DATE og 4 Q�pFESS/pN �� S. Nq.t,4�gl YP C.4)aP ��► w VP WNo. 43976 1 exp. 6-30-09 ( IN FEET ) 1 inch = 40 ft. Al R - D DOCUMENT These K, _iments have been prepared based on info-_ provided by others. The Design Professiona has not verified the accuracy and/or completeness of this information and shall not be responsible for any errors or omissions which may beintorooratid herein as a result. 1 t2 O3 DATE SEE SHEET 3 HELENA PLACE CONSTRUCTION NOTFS CONSTRUCT 4" AC PAVEMENT (MIN) OVER 12" OF 959 COMPACTED NATIVE SOIL (�8 — CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. DWG. NO. 313-1, AS SHOWN ON SHT. 6 OF 6 SEE GENERAL NOTE 31 & 32 (CASE AS SHOWN ON PLAN) O2 — CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003 9 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. NO. 102, W=16', UNLESS NOTED OTHERWISE 3�- CONSTRUCT CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006, W=6' 10 INSTALL 5800 LUMEN HPSV (70 WATT. 17) LUMINAIRES PER CITY DWG. NO. 3252 04 — CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, W=6' 11 INSTALL STOP SIGN PER CITY STD. DWG. NO 139 5 CONSTRUCT PCC CROSS CUTTER AND SPANDREL PER CITY STD. DWG. NO 104, W=8' 12 INSTALL STREET SIGN PER CITY STD. DWG. NO. 139 ZE 6 ADJUST MANHOLE FRAME AND COVER TO GRADE PER CITY STD. DWG. ON 109 S )M 7 CONSTRUCT CATCH BASIN PER A.P.W.A. STD. DWG. NO. 300-2, AS SHOWN ON SHT. 6 OF 6 (WIDTH AS SHOWN ON PLAN) SHOULD CONSTRUCTION OF REQUIRED IMPROVEMENTS NOT COMMENCE WITIM TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT BASIS OF BEARINGS: BEARINGS BASEL? ON THE WEST LINE OF THE SOUTHEAST ONE QUARTER OF THE SOUTHWEST ONE' QUARTER OF SECTION 36, T. 1 N., R. 6 W., SBB & M BEING N00'06'51 "E AS SHOWN ON TRACT 16085-1 RECORDED MAP BOOK 282, PAGES 16-20 RECORDS OF SAN BERNARDINO COUNTY. BENCHMARK PREPARED FOR: YOUNG HOMES 10370 TRADEMARK STREET RANCHO CUCAMONGA, CA 91730 TEL (909) 477-15715 FAX (909) 477-6725 B.M. #361, SPIKE IN NORTH FACE OF P.P. #1536697E AT SOUTH WEST CORNER OF BASELINE AVENUE AND SULTANA AVENUE. UEVATION; 1365.01 Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fontana, California 92335 909) 356-1815 Fax (909) 356-1795 �U,---.)- i - ©3 David S. Hammer, A.C.E. 43976 Date (expires 6/30/2005) e�Of ESS /0 OJ\® S. Hq _ z DRAWN BY: LO No. 43976 m AE Exp. 6/30/05 DESIGNED BY. * DEA Cl 0��CHECKED BY FBF CAQF� DSH CITY OF FONTANA, CALIFORNIA RANCHO FONTANA SPECIFIC PLAN STREET IMPROVEMENT PIANS SCALE: TRACT 16258 DATE: 1 "=40' - --� A P MAY, 2003 AP VED BY. DRAWING NO.: 4 O CITY ENGINEER R.C.E. 51152 $2i1 6 Rename: M:\DWG\15904\STREET\16258\16258—ST04.DWG f PR '�v _ -. __ � i i- 1 -r �a � f .... � _..._ _. 12+00 13+00 14+00.' 1, 16+00 17+00 18+00 19+00 DATE I ENGR.I CITY I DATE og 4 Q�pFESS/pN �� S. Nq.t,4�gl YP C.4)aP ��► w VP WNo. 43976 1 exp. 6-30-09 ( IN FEET ) 1 inch = 40 ft. Al R - D DOCUMENT These K, _iments have been prepared based on info-_ provided by others. The Design Professiona has not verified the accuracy and/or completeness of this information and shall not be responsible for any errors or omissions which may beintorooratid herein as a result. 1 t2 O3 DATE SEE SHEET 3 HELENA PLACE CONSTRUCTION NOTFS CONSTRUCT 4" AC PAVEMENT (MIN) OVER 12" OF 959 COMPACTED NATIVE SOIL (�8 — CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. DWG. NO. 313-1, AS SHOWN ON SHT. 6 OF 6 SEE GENERAL NOTE 31 & 32 (CASE AS SHOWN ON PLAN) O2 — CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003 9 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. NO. 102, W=16', UNLESS NOTED OTHERWISE 3�- CONSTRUCT CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006, W=6' 10 INSTALL 5800 LUMEN HPSV (70 WATT. 17) LUMINAIRES PER CITY DWG. NO. 3252 04 — CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, W=6' 11 INSTALL STOP SIGN PER CITY STD. DWG. NO 139 5 CONSTRUCT PCC CROSS CUTTER AND SPANDREL PER CITY STD. DWG. NO 104, W=8' 12 INSTALL STREET SIGN PER CITY STD. DWG. NO. 139 ZE 6 ADJUST MANHOLE FRAME AND COVER TO GRADE PER CITY STD. DWG. ON 109 S )M 7 CONSTRUCT CATCH BASIN PER A.P.W.A. STD. DWG. NO. 300-2, AS SHOWN ON SHT. 6 OF 6 (WIDTH AS SHOWN ON PLAN) SHOULD CONSTRUCTION OF REQUIRED IMPROVEMENTS NOT COMMENCE WITIM TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT BASIS OF BEARINGS: BEARINGS BASEL? ON THE WEST LINE OF THE SOUTHEAST ONE QUARTER OF THE SOUTHWEST ONE' QUARTER OF SECTION 36, T. 1 N., R. 6 W., SBB & M BEING N00'06'51 "E AS SHOWN ON TRACT 16085-1 RECORDED MAP BOOK 282, PAGES 16-20 RECORDS OF SAN BERNARDINO COUNTY. BENCHMARK PREPARED FOR: YOUNG HOMES 10370 TRADEMARK STREET RANCHO CUCAMONGA, CA 91730 TEL (909) 477-15715 FAX (909) 477-6725 B.M. #361, SPIKE IN NORTH FACE OF P.P. #1536697E AT SOUTH WEST CORNER OF BASELINE AVENUE AND SULTANA AVENUE. UEVATION; 1365.01 Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fontana, California 92335 909) 356-1815 Fax (909) 356-1795 �U,---.)- i - ©3 David S. Hammer, A.C.E. 43976 Date (expires 6/30/2005) e�Of ESS /0 OJ\® S. Hq _ z DRAWN BY: LO No. 43976 m AE Exp. 6/30/05 DESIGNED BY. * DEA Cl 0��CHECKED BY FBF CAQF� DSH CITY OF FONTANA, CALIFORNIA RANCHO FONTANA SPECIFIC PLAN STREET IMPROVEMENT PIANS SCALE: TRACT 16258 DATE: 1 "=40' - --� A P MAY, 2003 AP VED BY. DRAWING NO.: 4 O CITY ENGINEER R.C.E. 51152 $2i1 6 Rename: M:\DWG\15904\STREET\16258\16258—ST04.DWG